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11745 SW 66TH AVENUE-1 6s i EX"f2U t�EIJ GO NL, . , GU0.ta� - 5000YC �4tGOP+G, mol-b Ib W/ (PV(# 'G/i06JW t TG PSOIL. - EXPI 4'1 PINIAaW r.IIN PLAGH CLIRI& W/ • ii�� ' 6LO�Q ' GlOi-HrD.I EUG.ET. � • �$IR9ftY f•'SONoiNGI AGENT 1/417 rMnd. ^ GrK I .alcxJM f�A �'.•`wf�AN310N �9 �S 2" APAVING 0V;_ F T5 GRU'SNrP.f� AOE,�L, M• . .. . a, SCcE SPEcGS �'��, J �K-`4Y-.F ♦..�.3 ' ' Y- i 1 ... � .,y, •i - ri a`w_s. . • C�`� �V,// 10 �' M6FA.cG±IlS� ^>• •%• .., �r'�::'.�.y�'c. Lbs '{ JOINT )MILLBR �: .' • .1 ^c..ri' •EC A 4f 67r. I. I SCALE: IYG'= i'- O" _ SIIDEWAL.K C GU2r2) SGAL6 : 11/,IAM 11-G7A I . I SGALZ: II/2t=' II-OW i ' O r flecar�uc 4° con,c. // Lg" JOIrJT SiG;WO.Lk: �71 3• SUsting ,garage, f•umdmtiems. 1pR►, all 00I debris, et-j.. Wall ha removed b7 excavator. w + +•��,\ 'O LI 2o Verify with owner regarding ram'Yel of existing how". footings. all debris, by others• VAI I I I 2 S. ftlati.ng septic task and drainage lava for bums* Mouth ni existias affiet shell be 5TC%P W disposed of as follower EXPl�IISION (e.l) GOI.ITI'.OL G.J) � =,Y. P. E SlotweLlL LyrET c,R r/L RArTA/N/NL WALL TORLAu' t a, Pmmp out Auk and remove tank mN liwc !f they aro expeoed dmriag excalation, and "Wave from mitt. Fill tooth halo with XWW" brass rock sogeeted p per a"hiteets u C specifications. AMNNIP dcAcAI JE. Ix, r/L eg:mViAl• WALL 4 SID�WAC.I� JOI1�•1;� .rte � I%4 I _O .A a I a b. If tank is at dvfss* or below grads. at final eamadatisr dept/:, pump out tunk, . .. . .. -_ _. i remove top aL:d fill tank with 17N_2" hav rovk Se top of tank. demounted es per _ arehiteet's ooedifitatieun. • __ - _.._ _ _ ` 00 or ---' ---- j 7 - " �%8G•6 wNEF7STW8: i . CI >I 1• j I i 0 � CTE: Fall be bed ! IreG/"L eTY L.rNEs AssuNED posit enWa"te by o%s.Empire Building Materials or sppr•nd. Sptall as per T.E'-OM OWNEA?+s aasutvtmror's mitten imatrwtione. n 1 � SueVCY- Vt�elsv C.L• ped s/rc _ • scgrs t �Ar.c.s ,2 i ' - - - - • -�- _ zso. o' -- - ----- --(� i Cf/TU+� P,4ex//vim Lora Z A, +� . 0 - �J }t I � ' Y. ' J � QI G4OG,✓6YA1 f y r$- sS� $ r ,,0 / s, II i ^ -2 1 1 tl -\P J,.e._..IT I NEW CONIC. WALK W/ • e dl -r._. "Mum 19014, ^JO,NrO A3' 45'-0'O. L. ,�-}fI'-/\�/ ►' , , . r � , I EXASAN//ON JOAI;!X AT 30' a'•O.L.- TyPY - � " / ' �•I I t 16`0 J4'•Q o. - o ? I Q R; . �,�' e1 � I 1 I x . '•y DQ 4 r,l d l- - •.-i.. _ r _'( .. OL o' LEw OOAC... xir.- tIAeL,. :� . IG-.cU9Ea:At] e�'.-o•' I / a It,-s" 6' ._h:o" -... Z4-•" Q -"� �• pl sEC nu.N. P.AN sea wPs.A ►..w P L _ pt _ _ � a i aV srGrnc I �-�`�-a-. .- .o• � - p r mrJ L- I ,. I . EXKr. iilNDda, WGL� I 1 M , 4 -6Y GLN, GOVT. +c,sr RACp P✓HP • /ovI rued[* 70 _--- - -- ai su�aRv � IV�1U OFA/cam Abd/;�ioN 1 / I { 7C „F !,x'.r: NEW NEW 4oNty WALK . } . E%/ST• PbRta r.'RAWNN (� r ' a / ._.�_ I I .1 1 (� ( LAarNrs /tit: PLy 6.L, I ver/ •r j 1y1` V F4144AWAtr I'�APK/N(o - APPLY 4" w.D� - �. 4 � � �t Z -� � � I � -- In 1 a E _" sed s/Tc f1ARK/N6 AND T1/�C'EG f/CNAL L/nlsr: . 9. V _ I I O, �- L/N.G ur' a r 1AJNERE SNOW" - VSE rHODDA T�A:Nr LO, 357,E I I No . G7/ wvlre oe E0.UA[ _@ _ I K - Nin I d _ T I r- tlr . b s'd a.o^ r>'-o" ' +�7 W L1 NE ✓e 96a11Fy �('� t!1 r f A�K✓A!G Lo7- R � - a ! /- --- -Y---- T cMAIN code .--zo- --- _ e .__ ." •-'tea--..� . -- - -I - / I � �; y a n i c` 'r �■ t _ / � �3 __ _ � New A?r• ' I NEW EP•�� G. / � � - - - ' I �• nl / � Nib' � _ C Nc. _ I .q Cy G e p�x•�;t -- -- - - - - - . - • . _ - - - _ - - - o'L - -1 / L - - IN A - - - - `,, e �' _� IaY all / 1MATC,H Y'b I'• `5Fs bd z .� ASSUMeJD EAVST: I-/�V/NG _ - N / O / �t� 1-vt _ .�� 1•� _.. ._ • S.W. AAYa er. ar. I " to / J4/L�A rD VA -7n r of DJC/vEWAY-SLE Z L/A/E .5.W, emlrm AVE 1: o / 'f/04/NLIC`f OKAWINr T• ACLEss LON fROL /JNe' - - / O i e HALF ars, I NIM PROVfMaNT• SEE AEON/?&CtY ,{PGC/F/CAT/ONS ped NEW Cpµ:RETE WOIr.K ,AJp7E L " `�" '�_ - Z414OVS PLIVJI IN PLANY/N6 L .,.,,. — � 2 SEE _SNs.L:r 1. s FOR.. 6oNL, I,XT1CLIVA ] CVCaf AND A:E'.6A r0 ACGESZ G0"rRot L/NE � - � VED FOP. . CONSTRUCTION U j�OURED CRGAg TrMIIUORVI CITY OF TIGARD IlCo7 S PERMIT NO._J! Ley _ SITE ADDRESS_ Ave I 4 ..• ``.. ._.. 8�'= TITCF DATE�I� 0 o 14 $ j 1 '•.m��I ^ , �... i 6X/57'- YI�'6di To EEMAIN - VE-P/Fr W1fN LAN,OLCAP6 AAZ6Hl�E.Er NEW /•V11 N,C� ,COAP !�X/> �!A Mp -1 . "y/�J/,��/�JJ� Ir SEE PLANfiNG PLAN i0,! STYE } K/No - tHtEr !,3 "VE;IieIFy •3 S ,` V �.• � wXV AELHJ7LLT} AND PL NOsAW 11"OvI A& — 1 -1 Coop , JI�� N4• / n7 0A l AaeWr, By EXCAVAr01G - VEAa,<y APPROVED FOR CONSTRUCTION--� APPROVED FOR CONSTRUCTION �I �lSAIUlIT101J CITY OF TIGARD 1�7d{,�' SW 8r�i,y1N4 CITY OF TIGARD ��L �i� SW `; } 1 PERMIT NO. yso % SITE ADDRESF epG� Amit . PERMIT NO. �,� r c� _�—, SITE ADDRE. c 8Y_0Tj,1�TITLE DATE�� 8Y r —_ d [_i! TITLE��---____DATE �� J ) (�141PI111111111IIIg111�jgl�Ippllllpp111111pplrirjgr�rn(1P�1111111111111111111IIII II II III Ilrl rll 1111111 111 111 111 III 111 III y1 In !II 111 }II 1II 111 III 111 11! ry1 -...-... _.� _ . I NOTE: IF THIS MICROFILMED ------- - 1 3 'Q S 8 7 8 9 10 11 DRAWING IS LESS CLEAR TITAN THIS NOTICE, IT IS DINE TO THE QUALITY OF THE ORIGINAL DRAWING. of g2 sz [z 9z Sz ►i E2- If OZ si - e1 - At - iii' sr 61 EI zi II of _ I { • [ Y 1 11 e z I mllmdlRl6udullLuIIHHLmhu111RIIIIH�HIIIIIIIIIH1111NI1WII�J UL ��wdlmlunluuNlulnullWhmlgllM��Y11ulIWd�u�lly�YlwlluulWduuluuh I •— - r 1990' : --- �nt>♦. �'--- L._ - -ter--'-----•---" - . � " �. it r NOTE: V ' A 1. All ealvagtd topsoil acceptable to ?.he Landscape Architect shall be stockpiled as shown �! on the drawings. ; r t " 2. Do no work in the existing drain field atria west I*f the existing effive, is future I - parking lot "B". Verify location of ex`,stiag dreg-la field with owner. 3. All asphalt ani concrete work shall be constructed as per the A. Pe We A. specifieationa, or the C-ty of Tigard's @postfteat)anis whtahever v,.-& the A ore stringent. - r k. A1'L sewer line construction and hooM.np u11a_1 las ah specified by the Unified Sewage -- =_ � I • •. Agency rules and apecificr+txons. S. All storm drain lines eine hookups shalt "ae eone+tr-asted as per City of Tigard code. 6. New one inch water meter shall be installed by ,Metzger Water i,letriet at loention shown I r on the plan. Give three weeks notice for hooku . tisw. Existing water and service to. • r remain. general contractor will supply cad .install 1)411 tee and 1X11 hrass 150 PSI teat Rete valve, Champion or equal, for irrigation supply. Continue run of 1X11 ashodwle 40 PVC for mater supply to new office building as shows on plan. Supply additional V11 �,A/v .�.�� $' X $' braes, ChawpfSoa or uqusle shutoff valve inside new otficw building at iosatiorr specified �"-•" Z Z 4CATG. - b owner. See Architeet'a plan for y p potable water hookup inside now office bu.'lding. ' � - - -- - -' v�i L6 G TOR. _ .-_ ' __ .�r�vaal a�.,,�e• LONJvc�c ri oN ;�s, Pe� :�.•wc• e,N IY I ' T'O XAG/L./71,9TG � � c�AAA/ O✓T" !t Jd I -{IBRIGY E.✓/rH G-• fY QC Y/6.1Ie.CJ ON ; I � I A7A'M OP GOAL AJ4CG7-001V a ? i � C'New �'� rv� S•/�NITiNelrr .�,�1,✓AK '". LING �A,'C�N �W L3/-LYs- Q � . j I --tff:1e/AY l..OG.t?JO/4/ GArA.CW AT azo M1/V• Ylo .sr«.�•� ..�.."• 1 I V/Irl!'Y' W/f"M DI..F/s�'/E. / , � I lol� � C•1. P/GE •lo 0 + r , i ^ �1 �' MEW 4- -�C N�L.�f 40 Pl/'G- .3.4 41 E'.a�'. L l eJ AC F/EiaM E•ru.sT. L'alr04<, r0 MSW 4'IGH •4n nuc. SZK/iG. 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IZ 0z 81 91 LII 9I,1 51 ' ►1I EI 21 II 01 fl I9 ' [' I9 9 , E 2 1 JIIIIIIIIrDIIDIIIIDIIunIIINIu DI11INU1111111III11I1111IIIIII1111I11Y�IIlµ11Y11MNIIIIIIIIIUU�U11I I111I11!IIIIIII W W WIRD'�I�p�11tlllINNI1rylI1111I111�lII�IIIIIIlUI1UlILIIIWIIIIL.IIIIWJ19WLL1 W91ryW IIIJIUIWJfIl011U�IlUIW!{ll IIIIIIIIIU JULY "' 2 21990 6�'`�'��%MM`•`T'p"'ary,4'x'!4>.!"C!1►•"'tyq , "or-;111.1,r49 ue•pws tr ++a.r rr• y +-1. • Y l - 111111111190,pope "1rN1'!.- !w+G."f�HMF+. .v... +, ,... ,.x.. , . w "-i•qv ;K�' -., „., .,.,>r. TE iv� �'` rY -e' }''?4' '' •r I' P' J A _ STRINGER LOCATED ^�c a tf � C CAUTIONS GENERAL NOTES • �.�T I•x � .-� �" � I D� I L�' OVER PIN IN JOIST N. ___ ___ _ _ 7�--T MATERIAL _ ERECTION BRACING AND ERECTION PROCECURES ARE THE PLEASE RETURN APPRU',"ED y I�" cA llw-T x, LOAD A ,rC.ca__ C:C�(=�f .�6 _ FICE N M R ll' RESPONSIBILITY OF THE ERECTOR. THE FOLLOWING ARE (;EN DRAAINGS AS SOON AS POSSIBLE "L }F° V �� ------ --- _ DEPTH(S) LEN STRFSS 0 C. LOADING IPSF1 ~ ` F I'" C '"' f 'fY AS WEB JOIST CANNOT BE FAB 1 �PE OTY FUOTA:,t 4WlF1ER J1 7 � �_� j�.1T�# Mv�„r� ,�, I r F'F J._� _ � j,'.�T' ,�, ,CR,� N�•1-[.� . _----_ � ERAL SUGGESTIONS TO ASSIST IN ERECTION: (IN i tF 1 ,' LEVEL (IN I pp,¢T. LIVE DEAD TC�rat- , 1. ALWAYS HANDLE AND ERECT WEB JOISTS IN AN UPRIGHT. RICATF.D OR DELIVERED UNTIL tl + /- �4 - i VERTICAL POSITION NEVER INA FLAT POSITION. APPROVAL IS RECEIVED. Zllz. 1 i� 3[ G 5 I_ 2 K L."` 2 2'' t�1t L X'� X 11-1♦/ 11 x111 �i:. 1 ) W L Z n yR -15" _. ____ ---- - -- 1 4 ><2��• C`+ '�- 2,x4 x ! 41/RII 1 -MIT NZOO 1 1�il 4V-L/,d5` ' �_- _--- -_ - � ? REO PAINT IS APPLIED TO THE BOTTOM SIDE OF TOPCNr'iD CLR SPN A\ .ale LZ-`j -R, VfOi �.�`� '• �! ' {; � ~?G �' K 4G ��.�' G ' - Z�4 x 1� �7�R 1 MIT 'i?C ! 1�►1 4�V �k'r` - - `- FOR TOP BEARING WEB JOIST TO ASSIST IN PROPER INSTAL. 1 3 2Q , - �- _�.. .{ �G 5r., - _ 7 I W I �� LATION IF THE RED PAINT SHOWS WHEN JOISTS ARE IN , �,,It e � � �I I -- ---" - zo � 1 RINGER LOCATED `' ,- .- _ _ '1 ,rte �. 24 �, r> I . � i L I = y G Z ( C a 2 v v 1 • a �� I M11 �l; t OVER JOIST PLALE, INADEQUATE B►"A,RING OCCURS ADJUhT JOISTS . 4 Ir�}7 '� T � awl y� LOAD BEARING OR CONTACT 'IHE WEB JOIST REPR «NTATI'vE � It � CO z 13Z-.-� � � z4 � `r1 M I 17�, �1 u. t_ F . ..ti. -- LOAD "—' 3 CHECK THAT TOP CHORD IS STRAIGHT PRIOR TO INSTAL ' '� 3 l81 9Z. S C '' 2� �' O 90 � ?.0 1� r_,��I zi�4 x i T/ ,'' 1 MIT4T.4). I I�lt 4?r•- L451 - -- ° rb' rI -L�CUT ►f.ITf> rt•`o 1_C �, ~, ',ttc>l.Itt r--"'--- '� - LATION OF DECKING AND VERTICALLY ALIGN BOTTOM1j f3 I �s Z� ° _ �� [d 1� 4 Zx4 X 1 �1/� I M►TaZn 3 41, yrs;4, _ CHORD WITH THE TOP CHORD ,r Z7 f� _ IDG I 2U Zx4 x 1 'T'`f•f Z- MIT 4�•C� ' / \ / �I 4. THE JOISTS ARE LATERALLY UNSTABLE UNTIL DECKING THE DIMENSION IN THE OVAL Wj 2.4Z� amu-C_ I� C7 4, Il✓ ZI'�tl NC t�J� 1 M, ;1"iI+� - -l+Y� \ �I AND BRIDGING ARE INSTALLCD WORKMEN JN Ur�BRACED SYMBOL IS A CRITICAL DIMEN 3 Q ZZ`I It- "Z'�•� I��O� LG -+ + SYSTEM MAY CAUSE JOISTS TO BUCKLE, EXERCISE EX SIGN FUR YOUR APPROVAL. IT IS 4v 1L L 8-CN Kit 1.1 E ► -�1 IT4AI(✓ ✓ 100111 ✓ THE CLEAR SPAN DIMENSION - � ,- TREME CAUTION TO AVOID OVERLOADING (EITHER VERTI _. �Z,� WHICH THEWEB JOIST WILL BES. 42 CALL`r OR LATERALLY) SINGLE, OR GROUPS OF JOISTS -- .,� �► - I DESIGNED 70 FIT E t ( 1~ L1,�-. y.►l, t�_ ___... WITH BUNKS OF PLYWOOD OR OTHER CONSTRUCTION rat � .� _ MATERIALS Z97 --`4•+ •,.Z.?d-- s ---•fid�i1•� }-- -.i}+�;-•-- - ---_ .�,.--.. ..-�.•-- ..yr•--•^t;s. / / ALL. MATERIAL SHALL BE FUR L:J '..1�...�7��+i C'G�1►`S La �T ' r "' SSSPEC L� •+l�►^+c� -_ -}- ......_ ry R 1.�_. .. .__..lr ...�y.._-. _-_x.11 _ _._ _.�._ - _ __ y. - - _ '�i - �� rx L `I-, t b � y-�• �� NISHED BY OTHERS UNLE C /`, j- IFICALLY NOTED 'BY WJ ON ` I -�S 11 4 � �` THESE DRAWINGS OR SHOWN N % I .•.t; s: - �• --=--� E"` t= Jl=_!= LO D lC1AD MATERIAL LIST .361 _1 45 2 x ,e l c• c,��..G�:.K,��,~,, _ SUPPORT OF CONCENTRATED LOADS CUTTING, DRILLING OR ANY OTHER ALTERING OF WEB '� �, 2,c4 x 1SII )ADDITIONAL JOISTS MAY BE REQUIRkD JOISTS IS NOT ALLOWED ANY ALTERATION OR FI 4 S FIELD REPAIRS MANUFACTURER'S FOR CONCENTRATED LOADS) MUST BE APPROVED BY THE MANUFACTURER. RESPONSIBILITY IS ONLY FOR THE ENGINEERING OF THE WEB --- --- — - I. GAGE SEAR,NG JOIST AND NOT FOR ANY SLIP , ANGLES HANDLING INFORMATION PORTING STRUCTURE, OR FOR -- - "' ----- '-�-- ---- -- ---- - NOTE:A red Ione�s applied to the tx�ttanr � O LOADS OTHER THAN INDICATED i �r - _` ___ — side of chord of maximum d stance UVEB JOIST WILL 6E DELIVERED TO THE JOBSITE IN BANDED ON THESE SHOPGRAWJINGS ' bearing pin can be off beornng surface c ' BUNDLE, OF TWENTY OR FEWER JOISTS. TO HELP AVOID DAM' e o ,•a�,� "to t''<"determined byreuction) This o e AGE, THE JOISTS SHOULD REMAIN BUNDLED UNTIL TIME OF ----- -------- .,.�..,_ ; .0 . 'a — -�- -- red line must not be visible when Jost INSTALLATION. �JSE OF THESE PLANS ARE EX q. 4 -- - -I r PRESSLY FORBIDDEN UNLESS AP �,� �_._._ - ---- -._�...... -_ __-.,.,. - r ,+ ore installed e c i o d PROVED BY THE ARCHITECT IF STORAGE IS REQUIRED AT THE JOBSITE, PLACE BUNDLES CIVIL. AND'OR STRUCTURAL EN -- -- �---"- - L` FI L.D ''•I;'-{ S LJG15T`J' Qom+ ReQb - ON LEVEL STICKERS TO AVOID GROUND CONTACT AND PflU GINEER LICENSED BY STATE AND --- ---- - ,�,,� TECT AS IS NORMAL WITH OTHER BUILDING MATERIALS, IN OVERALL CHARGE OF THE _____-____.. � ______.___.___ _ __ __ _ ____,,,_•_ ,� ± � IASi .s 0 t t�,T T'C>T 4�S PROJECT DESIGr`i 2 ltad NAILS THRU _ __-^� ACCESSORY ITEMS SUCH AS BRIDGING, BRIDGING STRAPS, 14* Z.G Z =7 3, ., PRE DRILLED HOLES NAILING INTO CHORD MEMBFQ K BLOCKING, X BRACINGETCARE SHIPPED WITH THE JOISTS _ � . a 1�a ��, J h , . USING 8d 8 0•< (, �'3 .;� _ THE ITEMS ARE SHIPPED BAGGED, BOXED OR BANDED FOR 4"ON CEN'E6i 1.1!N -- «- .•------ ;�'e. EASE IN HANDLING. USING 10d _'�' 0128 DI " ' I�E8 ST I FrErNE'•'�5 > i -_� 6 ON ^ M -- f . ''E'+'TER MINAl l t^ ` 5/8 DIA PINUNLESS OTHERWISE AGREED, IT IS THE PURCHASER'i IiSE • STAGGER BETWEEN ,• NAILS /' --4,.N I \ RESPONSIBILITY TO UNLOAD THE WEB JOISTS FROM THE TRUCK I 14GA. STAPLES MAY BE A DIRECT -SEE N01 1 I AND FOR HANDLING THEREAFTER. PROPF R EQUIPMENT SUBSTITUTE FOR'Bd NAiLSViHEN - FORMAx SHOULD BE USED TO AVOID DAMAGING TMr JOISTS HAVING A MINIMUM PENETRA 811L .1► I t+Jc"s• F�.W EIaS Ct P I N L� u Q x I to F?1:��+ L:, TOP BEARING DETAIL TION OF ONE 11) INCH INTO THE 'THIS IS IOIST PRICING LENGTH ONLY - SEE DETAIL DRAVViNGS PCP rPCC} N FIC �FNGTOF WE•S J04S,r �-r~ 2.x•1 �, ., I(��, MAIN MEMBER. FURNISHED DO NOT NAIL WITHIN SIX 161 I ERJ l,G�' � INCHES OF Plea ON iJ%+?ROW 'c FACE OF CHORD PRODUCT INFORMATION '�• M► * LI -2 x _ BRIDGING p ttptAti, \ // 1 DESCRIPTION TYP 1 IOFB JOIST PER tNTF�Rt+ATIONAL CONFERENCE ' I 92-C_'' L 45° - 4p KF, 'L Ir ^ LI W 1 4 'L© R 4a° I2E _ -� - APPROXIMATE WEIGHT OF WEB OF BUILDING OFFICIALS 0 C B 0 1 REPORT %0 PFG3246. T JOIST 4 LB %L.F 7 CE A.) CHORD MEMBERS MACHINE STRESS RATED 2 x 4's OR VISUALLY IAff *9 T 4 1�� -�Q Q G I � ?. MATERIAL SPECIFICATION 1 I ` GRADED 2 x 4'$, GRADE MAR►',FD BY AN APPROVED GRADING I 1 I I PLANT INSTALLED BLOCK AGENCY�` •., �- - �J `✓ I B.) tNES MEMBERS I" OUTSIDE DIA STEEL TUBING, ASTM. A500. Ma +taw O r x:"•v.,"uo.•,,as• `� ,i• GRADE d i O 1 (f1 eF+WVH io-Y /// f CI SOLID PINS 'r — '-- - 3 3'lOd x 1':' NAILS CP,O•{ ; .ter � 3'8 ' DIA KNURLED PIN ASTM 4449 �3 r is I .J (.l CST F E C I F L L. A T 1 O N `3 EACH LEG f�� L, y DIA KNURLED P, ,. ASTM A36 'it ARING ANGLES 13GA STEEL ASTM A446 GRADE 6 r - \� E I BRIDGING STRAP 18GA STEEL. :f�• �. F'DS ' * 4 '� ,R 1650- 1 . ��E OR C+E t SER KILN DRIED --------- ' --- \ 3 wt 3s t I IN. C D STRUCT 1 Ft .IOOD .i 100% WATERPROOF c'kR IDC STANI .*FRD N0. 25- 19 o •� e ' ^+LEER '�IJr�E \ / \� 2•4 A I HAVE CH., KED ALL THE DIMENSIONS QUANTITIES, AND LOADINGS AND WARRANT THAT THEY AR }t J C(- ♦ r N .:'JTNI ) • _ ♦ l r .{r ,)T J No^ CO C^ ` E v D _ HO1'T')M CHORD BEARING GIST ARE LATENALLY 00141 c•.Adf CORRECT OR SHOULD BE CORRE; TED AS NOTED ANC 5PE'IFICALLY HEREBY AGRFF AND ACKNOW "J4 STABLE BRACE INDIVIDUAL JOIST AS THEY ARE ERECTED - Of NA- ..,. t EO THAT I F 4 t i ,r rH EF t i i F` 1 c T ( " iT ; ? x 1b GA �OfNAd Ans GE ERECT 0 J 0 SAID 4 ATIfRIALS IS THE. SOLE RESPOt1SIBILITY OF PURCHASE F � � :. . -) :, TTA+ L r• t' L)E.i : -4 - ' TERIA BR,DGING F, STRAP RFCOFSTED DELIVERY p iRCHASER DATE NON-TOAD SHARING D A ' F BOTTOM BEARING DETAILS LOAD SHARING BRIDGING DETAIL `=` - --------- TI'�LE r 1 I fit I t ) [ `_=.i f `-a F' F C I F' I C A 3 T I t.) N ' BRIDGING DETAIL JOB SUPT NAA' __ _ _._ JOB PHONE 0 N, PO MF MDEFS S4 ,'SR ')R VISUALLY ',RADEO �Y AP'P'ROVED AGENCY. WEl JOIST "�1ANUF"ACTUk!N(, PLANT I r-.IO!.`.i SAl ' El'RESt P TI , . JOB M1:AME t''. ILN DRY. FINu:a JOINT PER AI TC F'. S. 56 +M .IEC+ MET~.. .RS 1 " *A 16-1/3" O. D. ' (EEL TIJGING. *U JOW i SHT ASTM A- 500. CR-:i r+ I Tt7 ''itlS 9 IN. DIA. ImNi-FILIZO PER 4i , M A 449, CHECKE5 FIEVISED N 3 IN. DTA, I UA- )TM F'ER TM A SS - T A ` ' • S 3 GA. ;T� R ',,;TM A-4 ' qL. 45 FADE C+ U F t;tl T 4f, NG -ali,l : c kfUGINf; STH• IS "A. :EL 4r,Fk A5 13HOWN -.Nr) NOTED I; K'OrET ! ,)N :.+AND TW ' NITi cOR SHIF'7EN1 a + I c F ER 11 r- LF IRT FOR F-'JRT'!F R c R(Ir" r T 4 ,,P,MAT ION 9EFER rI, ATT ., .40 . :M- r:IILATICN3 t'0R ESIGN 'RIT. c' IA - - - LocaTluN .- =1��.��'1c,.�c•.SZ�r._._. ___ Ir ARCHES VARAX DOMIFS BRIDGEt AR,HI rtCT WESTERN '1�I1OOD STRUCTURES, Ci?t) SER' — •.�.- -- �+ .,. c>.�: � >P'�Iz_ l�=tX£ N��.,Auc'• � ��7� INC.�N� ca��4lACT cu>t~L�C�R.. t� ;,�� C-:=`w •,.- ,- �` - p " BOX 1.10TUALATIN OR 97062 (603) 692-6900 DHA WN Illy �... DATE q r A 'I" !C I �t it .:�:.��• _ �-_�,I � CNECKEl7 BY. _�� DA76„�j0 MI t:} . Mtwrr+, DATE PRINTED NO. U ATE REVISIONS !Y •cr'++"�r aLULAM SEAMS „ moil 1 . I *Wpm < . .- - ... ..,. mow..• ,. ,� J Zr Iy (1111►•1111111 111 111 II'�1111I111 III III 111)111 1111111 IIIIIII IIIIIII 111 111 1111111 I III III III III III III 111 ill 111 III III 111 1 1 IIIIIII III 111 III III III 1 1 111 III 1 _.._ ...:.. . • I (' ( I ( I I I I I I I I I I I I I I I I I I l e e I ( e e III e I 1 1 1 e e ..___ NOTE: IF THIS MICROFILMED - - (.,,. 2 3 4 a 6 7 8 9 IID 1 I DRAWING IS LESS CLEAR THAN - -- - --THIS NOTICE, IT IS DUE. TO THE QUALITY OF THE ORIGINAL I - DRAW IIX • 0£ 62 92 LZ f12 SZ 02 £Z ZZ I 07 61 01 LI 91 SI 41 £I ZI II 01 6 9 L 9 S 101 £ a 1 ��nlunllnllunllnlln111mlh1ullu►Ilnlln►llullllnllu111nu1u��lul�1,111NI�ul�w�111uu1unln!lhu�l1>�I�N�Mil�tl�ill'' II W1NtMH�If11II111III�iIl1II111IIIIIII111IIill:lllll1l111411W die WllllUhlllll u Y �. 2 1990 5 .y irk •1� I ` , a } I i I Lk� Ll j-� c----, --� r----, _ - ► I Ivy.F r 5 r>J DS Z �. .� 0 sal11 i it --- - - - - x a - �.___.__ L .'_ 4 C.L.2-u " w�• SFhNDREL FRAM c.y "C.0 Lse. f�'flS.sJ\� ��A►t.:.T"U'�Ft�. L1)Y ;;T. igEC�i;� TDP TEN5. LAMS I2 -0'* PAPSR CrJ, TOP CI-KORO : 2.,.4 HE.N1 FIR. e0'r. :;.Nc�R.� Z.-4 . - HEM FIR ! I,JE65 2x4 r uU 104 X 2tyAM LULr_I �4 K GLUCAN ? �� wr.(E r�A � Cr�r� �. �: .._ ► ,..tom -.- _s: �_.� ZIP I RECD D z c A 1-1 5E C, - -32 _.-_ .. .. - -___.- SEE -CAMf!,PL DAG- -VaZ i TOP TEw-, CAMS FtJLL LEN a-CH ! - ,. I I MIZ� ID - _. WU_CAti� 6Erl 24f~- ' ,J%, c .,< �3s 1 �? Z. -- 1 KE��D SEE CAt-►hEP, UTAC� 24 F- VS � 16 O 41 c o f x Z l G L.0 L A N1 PROJECT K( 4 REQ U - CA m5sK � "'4r-VS -- M 43 ----._._._ ___ ___w__.______ � 4 LOCATION. e14I I ,) ffir�ll�em�Mr�ir�r�rrcasGiS"L._ ARCHES VARAX DOMES BRIDGES ARCHITECT --- a'N't?3 WESTERN WOOD STRUCTURES INC. ENGINEER CONTRACTOR: 7 I �_ �� 1i"NR• L F.O. BOX 130 TUALATIN, OR 97062 (503) 69?_ G90p DRAWN ev G DATE ._ 71aCHECKED HV: k N — DATEZjJ UAIE !i� nM IaE.AM,S A!F#LlAtl pATE ',.In e'JhMBFH DAT£ pc�iNTED _-.---w— - .._ - -- - ... t�{II'��{III{��i'I'{'�'{SII{'�'IIIIII�IIIIIIIIIIIVIII�117jtiIllllllP�111(III�III�tItIIII�IIIIIIIlII1lIlI�III�III�IIIIIIIII{I,I�tll�lil{III{III{11111'i{i�111,11it1�1i1�111Ilillltlllt►�1�1� .�. ..,, � . ,. NOTE: IF THIS MICROFILMED 6 7 e 9 {Q 1 { DRAWING IS LESS CLEAR THAN THIS NOTICE, IT I3 DUE TO j THE QUALITY OF THE ORIGINAL DRAWING. - --- -- ----- oc Rz 92 iz 9z sz fz Ez to = OZ 61 Qi LI 91 SI III,I Irl aI II 01 d 9 s IF e 2 I �NIInuIwllllnllulllulh►n�m11u1�ImllullllnhullllulllN�lgi� � 11 lwult1lllU L �1101111{I ��►Iflfgl� ifM�Ilft�lllllilli�llllllH�lNII1WWW1111 II�III�IW�,911111�DllIWl�lU1�W!�llll�lll�l }' t Y-1 r-. y...\.. 3 1 I C • I i ' I � 1 { 5� �� ' � 1 ri� '�- (rot.. 21,� l,fi :t 'c64 153 C/isrr ZQ I l IT . ,,..._.J�-.,�.__._,....mm......._. .- .....j, S -� • II , 1 4lll , D Lj kit 1 � i 4 '�4 � � � � I I f I ` i •'�- � �"` I --+►-_•. sill 'I A ScL w Rt, t F i I A r G !rI? T� Ow AA4F i f � 1 � I � 1 I , i , 'a - • � 3 I k ":TR�Jc�t ,�' �TI�IJOtT IN FIELD ' -""•. r III �, �� • —• �JCKINv PANEL • i 'T-)P �. -.�►+rr '> j ` �T�I:1cI�T , @ BEAM �- Ir NCrTE ; IllLIS A= REQ 'C7 3Y UTHER�.' C1�N T i IrE.V EIS C��.1A�•l_ _; �. STR I JC IST �� •I,�L _._ . PROJECT: _ 1�r1�^A��l"� ,i� •�1.+�. 17 r .� �:" ._— r.-- LOCATION- ARCHES OCATION ARCHES VARAX DOMES AR1C►3Ei ARCHITECT _ v - , 7'r WESTERN WOOD STRUCTURES,5, INC. ONTR �N 11-11.rt .! t t�+•,,�..KC"+'' � ',� +44� � ► R� CONTRACTOR - ` P.O. BOX 130 TUALATIN,OR 97062 1503) 692-OM ' DRA�.V 8V DATE NO _ ; t I! _ LHE CK ED G ___ -_._ UA t f +-- ..._ ,.s n mzat+• wt•�n,.�eu ,,. �::I JAV4 TF 5'Nt Ili V1111,1010", ",..,• G W lAM BE.AMS MEM�E• DATE PRINTED _ r a..w0•• •� 1V!ILIO.CD lam,. 7 � � _ � '` "rlIIN ,... _.....:.�,•.,lj,.,; •-•+R - _ , 11 11► 1111111 1111,11 1r1�111 111p111 1111111 111�IIII1 111 f it II f1I111E) 1 TI"11111III; 1 1,1 Ip i 1111i111�111�1I1 111�111I1�11111 1111111 1111111 H i11,11111�111 1�111�1l1�1 ......... w w•• � I � � � I i t � , ISI Il 1 1 n � NOTE; I F TH IS M ICROF I LME D �..--... .3..... . 4- 7 —9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT I3 DUE TO ' THE QUALITY OF TYE ORIGINAL DRAWING. - --: -- -- --_—-- ------ — --- _ - -- _ ---- -----. _— _= - - - oE ez ez i.z tz to Vz Ee "-zz is oz of 91 [I 91 sl t1 EI zI iII o1 6 R 1 9 s v E z �n1�uulnu�unlunln111uuinn11u11111111y1�111N;uu1111dua1NM�lIl��1�...... I1i1111U111t�� 1Aj �1f�1u11HUHH�IuII�u lwllWIY11YY�!w�111W� 1�wl�1LLII11u11yJ JULY 2 ' 90 II J ' �....� . _ _ �. . . .._.._.:.... _ rt • .1..r1..��1 z LL IV, 'T aLl 1 r I' z � t APPROVED FOR CO`JSTRUCTION t i t I �x 14o _15 1,0 a 7 s`� v , 7` l+ �� CITY OF T:UAF?D 0 0 W � /'~!E�'N a PERMIT N(�. 1Q?..3 SITE ADDRESS. /1s? 'r� „°,awe0, PERMIT } tZT4 ZW-• .49 '4 4 z a ,8Z_ � 'a i r BY < n _�-mss-_ TITi.E�_—__-- --- --- - ---DATE M �a I I WzWo moI ` i w w rn r 1 / \I` ��p`� OV= F'Z U z M*z � w gjUJ Lkj � IG GI pz 'N0 Jr= wW_RI Wo > 0 hU Z 011 CI uj ILI Ix K + a f f x i 4 — 1 _ I 1 r "— I � � – � __. Z � f �A Coll V �• 0 4. e 4 I _ �!!:+'xtC� { 1 1 ! r r "� tF ►+ ,�; � ION BcH*11KT w 7 " � r��• � � 'r r I � � � • , �' f _ � '_.._..�•_�-_.-. ,•. f�.� i M�j'C O I "f� 'z1d� I(� � �}>�O tai Ir alf2b ,. 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